M M M 13.9kft СЕ 4.64 kips M 9º MB 30 kips KN KN E E ·6² 6². 17.97kips 40kips E kNm kNm kNm 4 kips/ft Mc Vc F D x1 9′ X2 ME 12.67kips

Q: Question 5 a) What is the importance of SFD and BMDs for structural engineers? b) For the beam and…

A: The SFD amd BMD play a vital role in the design process of structures. These diagrams help…

Q: A pump can lift water to a head of 25 m with a flow of 0.15 m³/s. The critical cavitation number is…

A: Given data  H= 25m  Q = 0.15 m3/s Cavitation number = 0.144 Friction loss = 0.4m  Vapour pressure…

Q: Problem # 3: The strut AB made from two bars (thickness of each bar = 0.50 in) is connected to a…

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Q: 4 kN/m M R = R = R_= E ME VB = Vc² VD² MF= M C 11 RA x1 3° F 6 m ני MF B 6 m 2⁰ 8 kN/m KN KN 2 KN…

A: Step 1 Hi! Thank you for the question As per the honor code, We'll answer the first 3 subpart of…

Q: The tank has a square base and is filled with water to the depth of y = 0.4m If the 20-mm-diameter…

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Q: A beam of T-section has I = 1000 cm4 and depth 10 cm. Flange of the section is in tension. If the…

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Q: What are three similarites between electronic waste and hazardous waste?

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Q: rikes a vane and flows along it as shown in figure. ed to a chart which is moving at a constant…

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Q: Use VIRTUAL WORK METHOD to answer the questions below considering the truss shown in the figure.…

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Q: The vertical force at A is: (A) 21.58 N B) 67.42 N 78.14 N D) 192.19 N B 0.75 m 55⁰ A 1m 0.5 m 50 N…

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Q: Define / Explain   Utility System – Ground Water – Surface Water –

A: Hi! Thank you for the question, as per the honor code, we are allowed to answer three sub-parts at a…

Q: answer ASAP! UPVOTE WILL BE GIVEN! PLEASE WRITE THE COMPLEETE SOLUTIONS AND LEGIBLY! FUNDAMENTAL OF…

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Q: Determine the centroid of the beam's cross-sectional area. 80 mm 40 mm 40 mm 10 mm y 30 mm X 20 mm

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Q: If the resultant force is required to act at the center of the slab, determine the magnitude of the…

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Q: A 3m F 10N 1m G own, compute for the reaction at Joint B. 2m C 2m D 2m 10N 1m E

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Q: 2. Find the magnitude of the slope at the hinge support and the deflection at the free end. (10W)…

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Q: C a a 캬 b a

A: Given  Permissible stress = 300 N/mm2 Using moment of interia rectangular section = BD3/12 Flexural…

Q: Use VIRTUAL WORK METHOD to answer the questions below considering the truss shown in the figure.…

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Q: a) What is the importance of SFD and BMDs for structural engineers? b) For the beam and loading…

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Q: Solve for the member forces and support reactions. 4000 N 25⁰ 12m 12m B D 20m 5m C E

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Q: GIVEN 30 B y 25 Oy ay 25 25 25

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Q: drainage system. KA If = KB 1 SA 1 SB 1.5 Find the ratio = Find the ratio There are two different…

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Q: Determine the centroid of the beam's cross-sectional area. 80 mm 40 mm 40 mm 10 mm 30 mm X 20 mm

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Q: Figure 1: The vertical force at A is: (A) 21.58 N B) 67.42 N C) 78.14 N D) 192.19 N B 0.75 m 55⁰ A…

A: P = -50N  M = 75NmS

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Q: The beam is loaded as shown. Given: w 17 kN/m L=5.4m W 300 mm 150 mm 9 10 12 13 Determine the…

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Q: A pump can lift water to a head of 25 m with a flow of 0.15 m³/s. The critical cavitation number is…

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Q: - FAB 0.3846F 0.6247FBC-FBD = FCD +0.8575F DE 0 FBD-0.5145F DE 0.3846FCE-0.3846F AC-0.7809FBC-FCD =…

A: Solution:

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Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.